Impedance-based non-destructive and non-parametric infrastructural performance evaluation

被引：0

作者：

Tseng K.K. ^{[1
]}

机构：

[1] Dept. of Civil/Environmental Eng., Vanderbilt University, Nashville

来源：

Experimental Mechanics | 2004年 / 44卷 / 1期

关键词：

Concrete; Infrastructure; Non-destructive evaluation; Non-destructive testing; Piezoceramics; Security; Smart materials;

D O I：

10.1007/BF02427985

中图分类号：

学科分类号：

摘要：

Among various non-destructive testing (NDT) techniques, the non-parametric impedance-based method using smart piezoceramic wafers to identify structural damage possesses the advantage of being independent of the detailed structural knowledge such as the geometry and material properties. This paper presents the experimental results showing the feasibility of using impedance-based NDT to identify damage in concrete-the important material used in many infrastructures. © 2004 Society for Experimental Mechanics.

引用

页码：109 / 112

页数：3

共 4 条

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[2]

Sun F.P., Chaudhry Z., Rogers C.A., Majmundar M., Liang C., Automated real-time structure health monitoring via signature pattern recognition, Smart Structures and Materials Conference, 2443, pp. 236-247, (1995)

[3]

Ayres J.W., Lalande F., Chaudhry Z., Rogers C.A., Qualitative impedance-based health monitoring of civil infrastructures, Smart Materials and Structures, 7, 5, pp. 599-605, (1998)

[4]

Giurgiutiu V., Rogers C.A., Recent advancements in the electromechanical (E/M) impedance method for structural health monitoring and NDE, Smart Structures and Materials Conference, 3329, pp. 536-547, (1998)

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